Your selections:
A comparative study of error assessment techniques for dynamic contact problems of geomechanics
- Nazem, M., Kardani, M., Carter, J. P., Sheng, D.
A constitutive model for unsaturated soils: thermomechanical and computational aspects
- Sheng, D., Sloan, S. W., Gens, A.
A new method for studying the evolution of particle breakage
- Zhang, S., Tong, C. X., Li, X., Sheng, D.
An assessment of statistically based relationships between critical state parameters
- Llano-Serna, M. A., Farias, M. M., Pedroso, D. M., Williams, D. J., Sheng, D.
Aspects of finite element implementation of critical state models
- Sheng, D., Sloan, S. W., Yu, H. S.
Bimodal pore size distribution of a high-plasticity compacted clay
- Burton, G. J., Sheng, D., Campbell, C.
Constitutive modelling of unsaturated soils: discussion of fundamental principles
Discrete modelling jointed rock slopes using mathematical programming methods
- Meng, J., Huang, J., Sloan, S. W., Sheng, D.
- Ansari, Y., Pineda, J., Kouretzis, G., Sheng, D.
Explicit stress integration with reduced drift for Barcelona Basic Model
- Solowski, W. T, Sheng, D., Sloan, S. W.
Exploring one-dimensional compression of compacted clay under constant degree of saturation paths
- Burton, G. J., Pineda, J. A., Sheng, D., Airey, D. W., Zhang, F.
Granular contact dynamics with elastic bond model
- Meng, J., Huang, J., Sheng, D., Sloan, S. W.
Incremental stress-strain and suction-degree of saturation formulation in unsaturated soils
Large deformation analysis of geomechanics problems by a combined rh-adaptive finite element method
- Kardani, M., Nazem, M., Sheng, D., Carter, J.P.
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